MODEL VIBRATION TEST OF SHEET-PILE QUAY WALL WITH PERSISTENT BACK-FILLING COMPOSED OF STEEL-MAKING SLAG

2021 ◽  
Vol 77 (2) ◽  
pp. I_433-I_438
Author(s):  
Yuji SUGIMURA ◽  
Satoshi MATSUMUR ◽  
Takaaki MIZUTANI ◽  
Yoshiyuki MORIKAWA ◽  
Haruhiko SINOZAKI ◽  
...  
Keyword(s):  
Vibration Test ◽  
Sheet Pile ◽  
Steel Making ◽  
Quay Wall ◽  
Back Filling

scholarly journals Behavior of Sheet Pile Quay Wall Stabilized by Sea-Side Ground Improvement in Dynamic Centrifuge Tests

2009 ◽  
Vol 49 (2) ◽  
pp. 193-206 ◽  
Author(s):  
M. Ruhul Amin Khan ◽  
Kimitoshi Hayano ◽  
Masaki Kitazume
Keyword(s):  
Ground Improvement ◽  
Sheet Pile ◽  
Centrifuge Tests ◽  
Quay Wall

scholarly journals STUDY ON SEISMIC DESIGN METHOD OF ANCHORED SHEET PILE QUAY WALL AT FISHING PORTS

2018 ◽  
Vol 74 (2) ◽  
pp. I_240-I_245
Author(s):  
Kimiyasu SAEKI ◽  
Hidemasa SATO ◽  
Teruhisa FUJII ◽  
Kunitomo ASAKURA ◽  
Masayuki FUDO ◽  
...  
Keyword(s):  
Seismic Design ◽  
Design Method ◽  
Sheet Pile ◽  
Quay Wall ◽  
Seismic Design Method

Numerical Simulation Analysis of Collision between Ship and Steel Sheet Pile Quay-Wall

2015 ◽  
Vol 744-746 ◽  
pp. 1175-1179 ◽  
Author(s):  
Peng Liu ◽  
Hong Wang ◽  
Chao Zhu
Keyword(s):  
Numerical Simulation ◽  
Steel Sheet ◽  
Impact Force ◽  
Simulation Analysis ◽  
Sheet Pile ◽  
Time Curve ◽  
Finite Element Software ◽  
Quay Wall ◽  
Force Time ◽  
The Impact

The impact process of 50000t ship and steel sheet pile bulkhead is simulated by finite element software ANSYS/LS-DYNA. This article acquires the impact force-time curve, equivalent force-time curve of steel sheet pile and the pressure-time curve of breast wall. Comparing the impact force of numerical simulation with the result of ship-bridge collision specifications, and general rules and characteristics are obtained. At the same time, put forward some measures to prevent the damage of wharf structure under the ship of large velocity impact, which provide theoretical references during the design, maintenance, and transformation of similar wharf.

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